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6.1 A four-span one-way slab is supported on 12-in.-wide beams with center- to-center spacing of 14, 16, 16, and 14 ft as shown in Figure-1. The slab carries a superimposed dead load of 20 psf and a live load of 100 psf. Design the slab flexural reinforcement, using fc' = 3500 psi and fy = 60,000 psi. Beams slab design strip Figure-1 -14'-0"- -16'-0"'- -16'-0''- -14'-0"- Floor Framing Plan

6.1 A four-span one-way slab is supported on 12-in.-wide beams with center- to-center spacing of 14, 16, 16, and 14 ft as shown in Figure-1. The slab carries a superimposed dead load of 20 psf and a live load of 100 psf. Design the slab flexural reinforcement, using fc' = 3500 psi and fy = 60,000 psi. Beams slab design strip Figure-1 -14'-0"- -16'-0"'- -16'-0''- -14'-0"- Floor Framing Plan

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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6.1 A four-span one-way slab is supported on 12-in.-wide beams with center- to-center spacing of 14, 16, 16, and 14 ft as shown in Figure-1. The slab carries a superimposed dead load of 20 psf and a live load of 100 psf. Design the slab flexural reinforcement, using fc' = 3500 psi and fy = 60,000 psi. Beams slab design strip Figure-1 -14'-0"- -16'-0"'- -16'-0''- -14'-0"- Floor Framing Plan
Transcribed Image Text:6.1 A four-span one-way slab is supported on 12-in.-wide beams with center- to-center spacing of 14, 16, 16, and 14 ft as shown in Figure-1. The slab carries a superimposed dead load of 20 psf and a live load of 100 psf. Design the slab flexural reinforcement, using fc' = 3500 psi and fy = 60,000 psi. Beams slab design strip Figure-1 -14'-0"- -16'-0"'- -16'-0''- -14'-0"- Floor Framing Plan
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